The URL can be used to link to this page

Home My WebLink AboutSUB201400120 Review Comments Final Plat 2014-09-24�pF A vt�r�1Q COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 Project: Briarwood Commercial Lot — Final Plat Plan preparer: Scott Collins; Collins Engineering [200 Garrett St., Suite K, Charlottesville, VA IC � 22902, scott(q�collins -en ing eering com] Owner or rep.: Wendell Wood and Nena Harrell [ulcwww @embarqmail.com] Woodbriar Associates [P. O. Box 5548, Charlottesville, VA 22905] Plan received date: 16 July 2014 (Rev. 1) 18 August 2014 (Rev. 1) 5 September 2014 Date of comments: 8 August 2014 (Rev. 1) 25 August 2014 (Rev. 2) 24 September 2014 Reviewer: John Anderson Plat (SUB201400120) (A plat is a record of property division or reservation. Code Chapter 14) All streets and infrastructure must be approved and bonded prior to plat approval for subdivisions (with the exception of easements necessary for construction, access, or site plan approval). (Rev. 1) — Assume Noted. Comparison reveals discrepancies between Briarwood road /gas station WPO plans and proposed final plat. A light table was used, is effective means of comparison, and will be used to compare revised plat against approved road /gas station WPO plans: a. New temporary turn- around location inconsistent with road plan. Revise consistent with road plan. Provide tie to boundary that more clearly locates origin of 55.00' radius. (Rev. 1) Comment b. C. addressed. Show portion of temporary turn- around on TMP 32G -A, title pg. (Rev. 1) Comment addressed. Show existing drainage easement for storm outfall leading to SWM basin N of residue of TMP 32G -A. Easement appears on road plan and lies near south boundary of Lot 71, Jamila Saleh, owner, TMP 32G- 1B -2 -71. If outfall pipe exists in this location, show drainage easement. (Rev. 1) Comment not addressed. Show Existing Drainage Easement (Existing Storm Sewer to remain). Ref. Sheet 4, Road plans dated 8/8/14 — Easement includes structures Ex -25, Ex 25 -A, Ex -25B. Image, below: (Rev. 2) Comment not addressed — please address; call or write to discuss. YORM SEY4ERIRr�" ti '�rJi � r JrJ i i J J J IC � (Rev. 2) Comment not addressed — please address; call or write to discuss. Engineering Review Comments Page 2 of 4 d. Compare 20' SAN. SEWER EASEMENTS, D.B. 3833, P. 242 with same easements shown on road plan; reconcile. (Rev. 1) Comment addressed. e. Sidewalk on south side of Briarwood Drive is shown outside Parcel "X ". Revise Parcel "X" to include sidewalk its entire length, S side of Briarwood Drive, or furnish Sidewalk Easement, similar to Stonewater project situation. (Rev. 1) Comment addressed. f. Revise NEW 20' DRAINAGE EASEMENT on Boulderview Road, Lot 1, to include Filterra units, which are integral to storm drain system. (Rev. 1) Comment addressed. g. Extend NEW 20' DRAINAGE EASEMENT on Boulderview Road, Lot 3, north to include storm drain inlet. (Rev. 1) Comment addressed. h. Compare storm drain easement on south side of Briarwood Drive with storm drain easement in this location on road plans; reconcile. (Rev. 1) Comment partially addressed. Need bearing and distance for Variable Width Drainage Easement south of 67.25' easement boundary bearing N23 °42'48 "W. (Rev. 2) Comment withdrawn; review error. i. Extend NEW ACCESS AND DRAINAGE EASEMENT for underground detention system, Lot 1, farther south to compensate for increased detention system length. Also, replace 59.61' and 14.81' lines with boundaries consistent with Gas Station WPO plan drainage easement at this location. (Rev. 1) Comment addressed. j. Revise NEW DRAINAGE EASEMENT in temporary turnaround, consistent with road plan. Angle of easement is misaligned with storm drain pipe at this location. (Rev. 1) Comment addressed. 3. Please revise NEW EASEMENT AREA TABULATIONS, title page to include revised or refined easement areas. (Rev. 1) Comment addressed. 4. RW comparison with road plan reveals several discrepancies: a. Radius at NE corner intersection Briarwood Drive and Elm Tree Court = 15.5' not 12.00'. (Rev. 1) Comment not addressed. — If review error, please call /write to explain why radius = 12.00'. (Rev. 2) Comment addressed; ref. email, Collins to ACCD: Tue 8/26/2014 9:42 AM b. Radius at SE corner intersection Briarwood Drive and Elm Tree Court shown as 23.50'. Please explain how radius relates to Elm Tree Court 47' radius, or Briarwood Drive variable width RW. (Rev. 1) Comment not addressed. Please call /write to explain. (Rev. 2) Comment addressed. c. Radius, b., above, should include sidewalk. Revise easement to include sidewalk at SE corner Briarwood Drive and Elm Tree Court, or provide Sidewalk Easement at this location. Easement must match approved road plan. (Rev. 1) Comment addressed. d. At N end of 365.50' R curve, east edge boundary of Parcel "Y ", two, 215.10' radius arcs are confusing. Clarify how arc — 13.49' and arc = 33.25' relate to Briarwood Drive, or road plan. (Rev. 1) Comment withdrawn. Arcs are PL boundaries (review error). e. Radius at E corner of intersection of Boulderview Road and Briarwood Drive shown as 23.50'. Explain how radius relates to Boulderview Road 47' radius, or Briarwood Drive variable width RW. (Rev. 1) Comment not addressed. Please call /write to explain. (Rev. 2) Comment addressed; ref. email, Collins to ACCD: Tue 8/26/2014 9:42 AM: Engineer explained. f. New: A follow -up to e: Furnish curve data for New 20' and Variable Width Drainage Easement at intersection Boulderview Road and Briarwood Drive, sheet 3. (8' offset from 23.50' radius is shown. This may be accurate, but is insufficient for defining curve for platting purposes.) (Rev. 2) Comment withdrawn; ref. email, Collins to ACCD: Tue 8/26/2014 9:42 AM. Curve is variable width sidewalk easement not geometrically defined in relation to RW, except by offset. 5. Furnish length of line bearing S30'42'1 0"W at corner of Lot 3, a shared boundary with U.S. Route 29. Length is not shown and may not equal 19.77' since bearing of next line (3.73', S26 °39'39 "W) departs from S30 °42' 10" -sheet 2. (Rev. 1) Comment withdrawn. Line defined (review error). 6. Revise arrowhead pointing to roadway CL to indicate Boulderview Road eastern R/W. (Rev. 1) Comment addressed. 7. Furnish endpoints of R= 15.50'curve, Lot 3. Show where 523.5 curve ends and radius begins. Show same for endpoint of R= 15.50' curve and R/W line bearing N27° 10'26 "E. (Rev. 1) Comment addressed. 8. Revise and label 15.50' radius (item #7) to match road plan: R/W easement radius =20.5' not 15.50' since FC -FC =28', RW =47'. This puts RW radius 9.5' behind FC: 30' -9.5' = 20.5'. (Rev. 1) Comment addressed. Engineering Review Comments Page 3 of 4 9. Furnish ties at two separate locations across Briarwood Drive variable width RW, so that bearing- distance lines show Lot 1 and Lot 2 in relation to one another. (Rev. 1) Comment addressed. 10. Furnish additional control points: one each for Lot 1 and Lot 2. A control point for Lot 3 is recommended. Control points exist at NE corner of Residue TMP 32G -A and SE corner of Residue TMP 32G -B. AC Code 14 -303.5 requires "At least four (4) control points, evenly distributed across the property and located at survey property corners, and shown on each sheet depicting the property." (Rev. 1) Comment addressed. 11. Furnish source of topography, including survey date (AC Code 14- 302.A.12.). (Rev. 1) Comment not addressed. Title pg. includes statement that boundary is based on a current survey. Furnish date of survey. (Rev. 2) Comment addressed. 12. AC Code 14- 303.I. requires "A definite bearing and distance tie between not less than two (2) permanent monuments on the exterior boundary of the property and further tie to existing street intersection where possible and reasonably convenient. (Rev. 1) Comment addressed. 13. Accompanying note required for temporary turnarounds. Furnish note as specified at § 14- 303.K. (Rev. 1) Comment addressed. 14. Revise Note: "The streets in this subdivision may not meet the standards for acceptance into the secondary system of state highways and will not be maintained by the Virginia Department of Transportation or the County of Albemarle." This note applies to Elm Tree Court and Boulderview Road. Briarwood Drive will remain a public road maintained by VDOT. (Rev. 1) Comment addressed. 15. New: West property line, Lot 1, visible along upper edge of upper window, Sheet 2, includes a 461.36' line, bearing N27° 10'26 "E. This 461.36' line is comprised of 5 lines; three are defined. Define at least one of the remaining unlabelled lines. (Rev. 2) Comment addressed. 16. New: Examine west Boulderview Road RW near Int. Briarwood Drive at location of Lot 1 PL with TMP 32G -8 -A, near 27.64' label. There is an underlying feature that does not appear to be PL, RW, or easement. Please define or delete underlying feature which has flattened `V' shape. Tip of `V' is below 7 in 27.64'. Image, below: • .46" a 6 NEA r r � K %Wk WID' "�• EAS (Rev. 2) Comment partially addressed; underlying feature revised on sheet 2; please revise sheet 3. Sincerely, John Anderson ACCD — 434.296 -5832 ext 3069 Engineering Review Comments Page 4 of 4 SUB201400120- briarwood- FPT- 092414rev2